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| 1 | Taking down cement plaster on brick/ stone/ concrete wallls including raking out joints, hacking for key scrubbing down with water etc all as specified and as directed. |
| 2 | PCC solid block masonry 1:3:6 type C1, exc 10 cm thickness/width built in CM 1:6 etc including demolition old block masonary work above or below GL in fould conditions or in anyother condition complete all as specified and directed. |
| 3 | M & L for brick work with fly ash bricks old size straight or curved on plan exc 6 cm mean radius in Cement mortor 1:6 etc including demolition of old brick work above or below GL in foul conditions or in any other condition completed all as specified and directed by Engr-in-Charge |
| 4 | Cement concrete 1:3:6, type C1 using 20 mm graded stone aggregate as in coping complete all as specified and directed. |
| 5 | Rendering 15 mm thick in CM 1:4 on brick or concrete surfaces including finishing the surfaces even & smooth without using extra cement complete all as specified and directed. |
| 6 | M & L preparation new plastered surfaces/ concrete surfaces of walls and applying two coat of cement base paint over a coat of primer complete all as specified and as directed. |
| 7 | M&L for preparation of old treated surfaces of walls by washing, rubbing down & stopping of painted surfaces and applying one coat of cement base paint, in any colour complete all as specified and as directed. |
| 8 | M&L for preparation of old treated surfaces of walls by washing, rubbing down & stopping of painted surfaces and applying two coat of cement base paint, of shade as approved complete all as specified and as directed. |
| 9 | M&L Cleaning and desludging of drains of width not exceeding 0.50 m and depth of debris/sludge not exceeding 450 mm including removing out all debris/earth/building materials/rubbish and bushes from the drain for smooth functining and disposal of debris out of defence land complete all as specified and directed by Engr-in-charge. |
| 10 | M&L Cleaning and desludging of drains of width exceeding 0.50 m but n.exc 0.75 m and depth of debris/sludge not exceeding 450 mm including removing out all debris/earth/building materials/rubbish and bushes from the drain for smooth functining and disposal of debris out of defence land complete all as specified and directed by Engr-in-charge. |
| 11 | Dismantling of stone slabs and tiles of any description of thickness in floors, aprons etc laid, bedded and pointed in any mortor |
| 12 | M&L precast cement concrete Coloured chequered tiles with Glossy finished of size 25cm x 25cm x 25mm thick / 30cmx30cmx25mm , machine pressed with grey cement and pigment, set, jointed and pointed in neat cement slurry with grey cement and pigments over and including 20 mm thick screed bed or bedding layer of cement morter 1:6 etc pointed in coloured cement to match the tiles complete all as specified and as directed. |
| 13 | M&L for machine pressed precast conctete interlocking paver block any shape and any size confirming to IS 15658-2006 of rubber moulded 60mm thickness, M -35 grade with grey cement and pigment, laid over and including 25mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; etc complete all as specified and as directed. |
| 14 | M/L Machine pressed precast concrete intelocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 Grade with grey cement and no pigment as in floor laid over and including 25 mm thick sand cushion and including filling of interstices with fine sand complete all as specified and as directed. |
| 15 | M&L for machine cut kota stone flooring, 20-22 mm thick cooking platform including rounding to edge of stone slab one edge such as cooking plateform and other similar situation (size of kota stone slab 22\\"x22\\") laid over and including 20 mm thick bedding layer of cement mortar 1:6 jointed with grey cement slurry mixed with pigments to match the shade of slab including cutting, rubbing and mirror polishing including removing dust complete all as specified and as directed. |
| 16 | All as per item No.15 here-in-before but 15-18 mm thick as in risers to steps and skirting laid over and including backing coat of 10mm thick cement mortar 1:3 all as specified and as directed.Note : Riser provided to steps shall be in one piece. |
| 17 | M&L for machine cut kota stone flooring, 18-22 mm as in treads of steps of stair case in single piece with 02 Nos V groove cutting laid over and including laid over and including 10 mm thick screed bed in CM 1:3 and jointed with grey cement slurry mixed with pigments to match the shade of slab including rounding and mouldings edges, rubbing and mirror polishing complete all as specified and as directed. |
| 18 | M & L for 18-20mm thick prepolished Granite stone slab of approved shade and colour as in table top, top of WHB, kitchen slab/plateform, gate pillars, cills etc or on vertical surfaces including vertical projections, including full round mouldings the edges laid over and over and including screed bed 15mm thick in cement mortar 1:4 jointing, pointing in white cement 1:2 using marble dust with admixture of pigments to match the shade of granite and rubbing polishing to achieve mirror finish complete all as specified & directed. Note:- Colour/shade to be decided by Engineer-in-Charge. |
| 19 | M&L at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and taking down old damaged kerb stone complete all as specified and as directed. |
| 20 | Demolition of cement concrete (unreinforced) in ground floors and paving n exc 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 21 | M & L for 75 mm thick PCC 1:4:8 type D-2 (40mm stone agg) as in Subbase complete all as specified and as directed. |
| 22 | M&L PCC (1:3:6) type C-2 using 20mm graded stone aggregate 75mm thick as in plinth protection finished fair even laid in alternate bays n.exc 2m in length all as specified and directed. |
| 23 | M&L for 40 mm thick PCC 1:2:4, type B1 (using 20mm graded stone aggregates) as in floor, laid in panels, finished even and smooth without using extra cement complete all as specified and as directed. |
| 24 | M&L for 75mm thick PCC type B-1, 1:2:4 (20 mm graded aggregate) as in floor including compaction with mechnical compactor machine finished with broom finish rate including necessary form work as work to done in alternative panels complete all as specified and as directed by Engr-in-Charge. |
| 25 | M&L for 100mm thick PCC type B-1, 1:2:4 (20 mm graded aggregate) as in floor including compaction with mechnical compactor machine finished with broom finish rate including necessary form work as work to done in alternative panels complete all as specified and as directed by Engr-in-Charge. |
| 26 | M&L PCC 1:4:8, type D2, using 40 mm graded stone aggregate as in foundation of manholes, drains, similars places complete all as specified and directed. |
| 27 | Demolition of cement concrete reinforced of any description and in any position not otherwise specially provided for complete all as specified and directed. |
| 28 | Use and waste for formwork to sides of concrete of foundation footing, bases of column, raft and raft beams, sides and soffits (if any) of foundation and plinth beam and similar work for flat and rough finished surfaces etc. |
| 29 | M & L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions |
| 30 | M&L for RCC 1:1.5:3 (Nominal Mix), type A-1, using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams and column bases etc. all as specified and as directed. |
| 31 | M&L for RCC 1:1.5:3 (Nominal Mix), type A-1, using 20mm graded crushed stone aggregate as in columns all as specified and as directed. |
| 32 | M&L for Reinforced cement concrete 1:2:4, type B-1, using 20 mm graded stone aggregate as in precast cement concrete drain/manhole cover slabs including necessary form work complete all as specified and directed. |
| 33 | Mild Steel TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including steel wire anealed not less than 0.9 mm dia or securing with clips, complete all as specified & directed. |
| 34 | M & L TMT steel bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders binding with and including mild steel wire (annealed) not less than 0.9mm dia |
| 35 | Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed |
| 36 | S&F mild steel framed work as in doors or gates of angle/hollow section or other section with gusset plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering doors etc to be prepared for hanging or sliding with and including either hooks and hinges and door fittings necessary rivetting/welding cutting up complete steel conforming to Fe-290 Gde E-165 all as specified and as directed. Note : Disturbed surfaces of wall shall be made good to match with the existing surfaces. |
| 37 | S&F rolled sections of Fe 410W (Gde -E-250) Quality 'A' as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc. |
| 38 | M&L for preparation of new steel surfaces over 10 cm width or girth applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified. |
| 39 | S&F 6mm thick twin wall polycarbonate sheet in any colour (colour approved by GE/Engr-in-charge) including necessary self tapping screw for fixing and taking down of old sheets complete all as specified and as directed by Engr-in-Chargre. |
| 40 | Excavation in trenches not exc 1.5 m deep & not execeding 1.5m wide in any type of soil for foundations and getting out complete all as specified and directed. |
| 41 | Returning, Refilling in trenches including spreading, leveling, watering & well ramming in layers n exc 25 cm thickness complete all as specified and directed. |
| 42 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed the starting point in soil |
| 43 | Demolition and breaking up drain pipes (salt glazed or RCC) and PCC haunching if any set in cement mortar of dia 300 mm dia of pipes complete all as specified and directed. |
| 44 | S&F 300 mm internal dia reinforced cement concrete pipes of approved make , class NP2, laid and jointed in cement mortar with collars complete all as specified & directed. (PCC shall be measured and paid for seperately under respective item). |
| 45 | PCC 1:4:8 type D-2, using 40 mm graded stone aggregate as in concrete bed to drain pipes, any type, of 300 mm internal dia including packing under and hunching against the sides of the pipes after they are laid & tested complete all as specified and directed. |
| 46 | S&F in repairs PVC (SWR),pipes of 110 mm bore single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed. |
| 47 | S&F PVC (SWR),pipes of 75 mm bore single socketed in any length with rubber ring joints fixed to walls, fixed in repairs, complete all as specified and directed. |
| 48 | S&F in repairs PVC (SWR) bends any radious 110 mm bore, |
| 49 | S&F in repairs PVC (SWR) bends any radious 75 mm bore, |
| 50 | S&F in repairs PVC (SWR) junction of 110 mm bore single, (single T) equal or unequal, fixed in repairs, complete all as specified and directed. |
| 51 | S&F in repairs PVC (SWR) junction of 75 mm bore single, (single T) equal or unequal, fixed in repairs, complete all as specified and directed. |
| 52 | M&L for PCC 1:2:4, type B2 using 40mm graded stone aggregates as in surface channels and drains complete all as specified and as directed |
| 53 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms,moulds, mitred/stopped ends etc. all as specified and as directed. |
| 54 | Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms,moulds, mitred/stopped ends etc. all as specified and as directed. |
| 55 | Extra for forming fair finished drain or channel 60 cm inner girth in cement concrete, using extra cement, including forms,moulds, mitred/stopped ends etc. all as specified and as directed. |
| 56 | Dismantling floor, hearth or wall tilling including cement mortar bedding (but not backing), removing rubbish off premises etc complete all as specified and directed. |
| 57 | M & L for heavy duty parking tiles in mat finish 10 to 12 mm thick ( square /Rectangular) area of each tile exceeding 0.11 sqm but not exc 0.18 sqm in floors etc set and jointed in neat cement slurry and pointed in white cement to match with tile laid over and including screed bed or bedding layer of 15 mm thick in CM (1:6), complete all as specified and directed.Note :- Colour and shade shall be approved by Engr-in-Charge. |
| 58 | M & L for heavy duty parking tiles in mat finish 10 to 12 mm thick (square /Rectangular) area of each tile exceeding 0.18 sqm but not exc 0.38 sqm (600x600mm) in floors etc set and jointed in neat cement slurry and pointed in white cement to match with tile laid over and including screed bed or bedding layer of 15 mm thick in CM (1:6), complete all as specified and directed.Note :- Colour and shade shall be approved by Engr-in-Charge. |
| 59 | M&L for 35mm thick precast cement concrete louvers and jallies including mouldings in precast cement concrete 1:2:4 type B-0 using 12.50mm graded stone aggregate and fixed in cement mortar 1:4 including dismantling old precast louvers and jallies complete all as specified and as directed |
| 60 | M&L for forming 12mm thick expansion joints, filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound grade 'A' for 100mm thick floor/slab complete all as specified and directed. |
| 61 | M&L for 3mm thick glass dividing strips, inserted in position to conform to design complete all as specified and as directed. Please Enable Macros to View BoQ information |
